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Home My WebLink About22-37465335 Eighth Street WY (813) 780-0020 Issue Date; 04/0412022 accordance with City Codes and Ordina ces, NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. Lz 1 .. j �. PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION. 8 HOUR NOTICE REQUIRED PROT CT CARD D FROM 1MAR 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received p Phone Contact for Permittin 4V Owner's Name Owner Phone Number -C� Owner's Address[� RSq I c;e P., Phu neNumber Fee Simple Titleholder Name I I Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS c LOT # SUBDIVISION a= PARCEL ID# WORK PROPOSED NEW CONSTR E INSTALL ADD/ALT L( J REPAIR (OBTAINED FROM PROPERTY TAX NOTICE) SIGN DEMOLISH PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK FRAME STEEL DESCRIPTION OF WORK BUILDING SIZE [ 7 SO FOOTAGE HEIGHT 7�lx SUILDING VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL AMP SERVICE PROGRESS ENERGY W.R.E.C, =PLUMBING =MECHANICAL VALUATION OF MECHANICAL INSTALLATION GAS ROOFING SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS I== FLOOD ZONE AREA =YES NO BUILDER L 'TIRCOMPANY SIGNATURE II ED Y 1 N _11_E_1_1RDE_N=Y _N Address License ELECTRICIAN COMPANY E SIGNATURE E:== REGISTERED 1 Y 1 NFEE CI�RRIN�� Address ======= License # PLUMBER COMPANY E;;�; SIGNATURE REGISTERED FEE CURRI Address ====== License# MECHANICAL COMPANY E SIGNATURE E_ REGISTERED ;;; =FEE CuRRIN Address License # OTHER COMPANY E SIGNATURE REGISTERED ;;;=FEL =rI.EN;;;;�= Address License # mm RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms: R-O-W Pernik for new construction, Minimum ten (10) working days after submittal date. Required onsits, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & I durnipster; Site Work Penuft for subdivisions/large projects COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms, R-O-W Permit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. -*PROPERTY SURVEY required for all NEW construction, Directions: Fill out application completely, Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement Is required. (AIC upgrades over $7500) Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage) Driveways -Not over Counter if on public roadways.,needs ROW a r o r a pity of ZophyftNs Permit ApPleaWn FaxA13-x oaa1 auk" Dolad-va Department of Environmental c n yprd Boy Welland Areas and Environmentally Sensitive Landa, Water0astowateir Troatreant, $outhwat Flom Water Management District -Walls, Cypress Sayhoods, Weiland Adtlejog ata Army Corpo of n s, Navotgo Waterways, Doarlstant of Hasoh & Rehabih sry vi n aal Health Unk-Wells, Wastewater Treatment, Sepdc Taroks. US toyinnnoventai Pentaction osioa obaternant: Federal Aviation AuthortlyAunways. R ftfokming root.' OPO Oft Arlo: Use of fill is not allowed In F 'V unless expressly lttdd: V the 191 mahrial is to be used In Flood Zone A', it Is tender that drainage pint addressing s cta e t be d at time at i t" vditch Is prepared by a pro4ossiorial enokvw licensed by tho $tote, aatF orida. the fill uttlal Is to F °N' in c h a l t building ing stern it CentlM,zlJon, I . partify that flA will be used only to fill ft a Wfthln the Sure *, 9 fM material is 8c be used in any art^ S c use of fill wig not sely altsd adlacarlt Feb'.' 16, 2422 11:23AM .� No. 7 840, eP, 1 Sofid Foundations 19 10 SW Main Blvd Lake City, FL 32025 -030 Scheduling wow, ( 1 -9105 Pap arkChad: ; t sd on our recent inspection and discussion withwe propose the following for a I -story home on m wall foundation with Stuccoi in . Mobilize fbundation repair crew and equipment prop and excavater 5 helical pier locations to hydraulicallydrive below the affected areas of the structure, We ill Install steel pier sectionswith a LIN Time Warranty ti t d depth of 26 toot below existing ground c or to load Wdry strata is r Is c d first, SF will then perftirm synchronized lifting attempt to lift or stabilize the foundation to best Nasible elevation or position. Uft Is not guarantied cosmetic repairs will need to be completedothers._ r Completion of work we will attempt to return the work areaclose to original as posslbW sh Pier' Puri PPer PROPOSE MIS Per Now o furnish lei lobar « tpi I above nlg t r tho ►v� f r ; id or ea, (a 96) 1 -.00 space PIK Usposit Roq441red 30%, PW Dun t on Cc olebon F M(4 %.. .. .i„ S ., ::'„5, t.' ... .•.. f4:: w Re -Level rethre NOW*" owns eke Tme Removal Suring t,i ,•91 , i.4it z't w , 'Sd ;.'.t 1k n,=. ..` Lt.tY i°,iSyyti-xi .c'k w4dk :i FYtSi�, N?".94 l'i.Vi, 4?,.t SIY1 :i i`S `AiS, Sin ,.,:i (f.. Ei1 �5,f i,'` . i ��f. ii Si: L.'t M1•;.$i. �.k `,ti,'. , ..,t i,:';kf . P M F,1k.nffl if (13P ;.P �+�'3 .. .� .'t.� t=++M t. " df �,F";mild;: �`•+} ,a Feb.'16, 2022 11;23AM �. doll on sAno*refundebledo #Vmentfars the total aWarated cost Isdue with the sued reforest and the total remaining sure for the work is due Immaclaftly capon morpletion, Final traymant hs to be paid by Check to the supervisor on she or by card to the office, Fe Its, or env Issues relating ,to permitting will not hinder final ptannentl if final payment is not received uprin completion afthe project, a late fee of the remaining balance will but charged days air completion of the project and an addition S every month ofir, until paid In full. should Solid Foundations be required to bring suit In any court forpuYnlent due under thisagaeenient, Solid Foundations shall be irdatted to reasonable alto s ftes from owner, Damage Exchoullon ,solid Foundations sleep perform work to the best of our ability. However =crocks may develop In the process of the work, SWW Foundations Is not ;responsible for any cklng Including but not limited ter concrete brig, .shut rack, rockvnneer, Liles, ceramic, oling, plumbing, alactrical systems, or other rigging materials dreing re course of the work. $olid Foundations 'shell not be liable for any man domaps to the property Including but not limited to termite treatment Installation crawlspace encapsulation or I:Vapnrbatsl , , Pro -existing Doletts .The owners release Solid Foundations frarn all responsibility for damages t ur d by p titan rodifers. Detects mot, Include, but are not €€rrilted :to, plumbing lines, boded utilities, septic lease, pipes and s ndults, gas IIn ,pumps or wells, snootier systems, water pricafthit. Insufficient steel or cable reinforcement, Insuftentorweak concrete, and any rotten or .defetthmwoad, EXCIV1000 ¢Salad Foundations sirwifically eadudes any representation of lavaling, .fi ror closingcracks.The supervisor try their base to return the foundation to normal, but Mil not lift the foundation beyond a practical ;.limit, uniess the owner request and waves all damages then may be ,Caused during lilting. Closure of cracks is "Ical however, Uft maybe :hindered by cosmetic repairs or prior thlmagra, ilk le no Summiall No, 7040 P, 2 ion Solid Foundations and the owner ititiree that any controversy or claim whether such a chilm IS a breach of Contract, torn Violation of statures, or otherwise ansing out of or dating to this agreaMeAL any representedrins, or warranties, expressed or impked, or the goods or sorclon of solid Foundations, shell be settled by of Lion In Columbia county Florida in accordance with the construction Industry arbitration rules of the Amorkan arbitration Association pursuant to the faderall arkiltration act In judgment upon ties mard rendered by the arbitrator may be confumedentered and entorced In any court havInglorlinflWan, The result of any such arbitrotitm, whether or not excepted Is binding. D. Uri n Conditions if conconled or unknown carelftht, lodin ioM but not lifulted to, prior Foundation and repeire Work in wiry debris, concrete foundations deoper than het from ground surfasat, the removal of concrete thicker than a inches, olonstsUve tree rook, surface, sub surface end or site environmental conditions which affect in whole or In part the performance of the work, Solid Foundations shall napw and give a trough order to the owner beforeconditions; ere feather distributed¢ r. voigelfbilloss Plants and grass that are acted by excavation or equipment may not I survive. No wwrawtvai any kind is extended to plant or grass survival. The i owner may choose to hire a professional to remaroo and replace plants and grass In er to improve their chance of survival 3 3 Them is aiwat r potterfial for future mo sat of the foundation, Solid Foundations recommends woking through at foost one seasonal molstum � cycle before meldrig any cosmetic repalte s ga Uop lt, R"albequUng, and Connilatlon if you wish to cancel or reschedule your project your must Inform Solid Foundations, no lass than 10 business days before the scheduled start date of the wark. All depoft are non-refundable unless the are nodded In waiting within 24 hours after racesiving the deposit Solid Foundstdom otswm the tighti r bill fora rnoblilxation feet If the agreement is concoled or rescheduled less than 10 business days before scheduled start date. The Wrm of this agreement are intended by the parties as final ; eapressme of their agreement with respect to such terms and as a tempi and exclusive tament of all terms, AW 'Solid Foundations Representative Date s Owners Snature Data t Cool and Cobb Engineering Company Date: 3/1/2022 Job: Barbara Miller Zghyrhills FL 33542 The load requirements for the pilings designed to assist in supporting the identified areas of the subject residence were determined. The selected piling locations and the specific piling are identified on the Pier Identification and Location Plan attached. The calculated total loads on the piles in the specific location, including both dead and live loads are documented in the attached table which is designated as Attachment "A". Based on the total load requirements for each of these piles, the 12ALS driver is to be employed. The 12ALS torque driver should be employed with a selected gauge pressure of J_000 psi, which will provide pile capacity, including the 2 to I safety factor, of_37 332 lbs. which is greater than the maximum calculated total load of 12000 lbs. which occurs on the pile identified as no, I , Based on this analysis, the use of the 12ALS torque driver for the piles with a specific gauge pressure of J,000 psi and a minimum depth of 10' is approved and certified as meeting all of the requirements of the Florida Building Code 2020 7' Edition, and good engineering practice. This is not to be the primary support structure, but a supplement support to assist in support of the weight of the structure, which will reduce the total pressure on the existing soils. After completion of installation, Cool and Cobb Engineering Company shall be supplied with a drilling log of the location and depths of each pile installed so they can evaluate the installation and prepare the "As Built" drawings. General Notes: 1. All piles to be installed in accordance with ICC ES AC 358 2. A log of each pile to be kept by Contractor noting depth and final torque installed for each pile. 3. Minimum pile depth to be I W-O". 4. All pile calculations are based on a maximum spacing of 8'-0". 5. Helical piles installed less than 48" apart are to be battered 10' away from each other. 6. This design is based on the loads of the structure placed on the shallow soils under the structure. T No deep soils geotechnical testing information was provided for this design. 8. This design does not address any possible sink hole activity as defined in Florida Statute § 627.706. 3/1/2022 Carl E Cool, P.E. State of Florida Professional Engineer No. 16921 W W-e 203 W. Main St, Avon Park, FL 33825 Office: (863) 657-2323 Fax: (863) 657-2324 Contractor: Solid Foundations CONTRACT DATE: SUBMITTED TO: Barbara Miller 38541 Helical Pier:* Crawl Space Pier: 0 Low Profile Bracket: Porch Bracket: 4x6 Wood Beam: F representative: Jimbo Willis Cell: 366-266-3240 Email: Jimmlea{7sofidfoundations.ccm EMAIL: LHIetr96S yerizon. Phone: 813-758-9176 ATIOUA, ELECTRIC 3 �& A€ail CODE, ND i� � 1 ��$a'a", AN THE �v"cI'e*'Y IDF .y ' � k@,?%€ 4� ORDINANCES ,,,i APR 2 REVIEW CITY OF / el `LAN EXAMI N .H,. n 4n , xreNm, 3/l/2022 Carl E. Cool, P.E. PE# 16921 Cool and Cobb Engineering Co. 203 W. Main St. Avon Park, Ft. 33825 Polyurethane 430:0 Floor Joist: Cool and Cobb Engineering Company Date: 3/l/2022 Job: Barbara Miller Location: 38541 Scottsdale Ct Zephyrhills, FL 33542 Attachment "A" Total Load on file (Live Load+ Dead Load) PILE NO. TOTAL CALCULATE LOAD 1 12,000 lbs 2 12,OOO lbs 3 12,000 lbs 4 12,OOO lbs 5 12,000 lbs Maximum Total Load on Pile: I2.000 lbs Cool and Cobb Engineerin.- Co. 3/l/2022 203 W. Main St. Carl E. Cool, P,E, Avon Park, FL 33825 ®r;/ PE# 16921 OUTPUT SPEW &TORQUE psi r ; .. BS CAVA RM PSI $ ] It T Swj 11e a 1 1, 5 ;fit ti 1E 'T' w JkUS 12 11 i;, 1200 0470 264� 12 3834 yp ' .. ?t p.....Lgg4 33 .' 19 3 5 0 47 40 3n 23 ` 412 S n,r (AV RPM FIM N RK CpAt tin 9, fl!"Alss I Al � 3n/2022 16' 1 > Carl E. Cool, P.E..§;' 1_ �.;°a. a a f �' >:;'. PE4 16921 2 2 1 . ; 1 �` Coo! and Cobb Engineering Co. '�"A 262 000 Ile, 51%21 a ;;� 203 W. Main St. Avon Park, FL 33825 36 31 a 4100 9 th S 14 °Tp gy 41 k 9 2311 411 G 1 3 410 ki N I'M 44 ` i x�` a.FRt t1 Y N:�'n' 7 Y.• '(, f :xt £ c�:r 8 a ? @r% Invo!.; dY>. �,£n .. .,s ? axE ht. mew A&wca£ "" W"„ti'.;t.' wwv wmn. II' "'Ift 'c,cm-. rr4a0c "w'W'0 wtft £.e, „"r. a�'Oa dv"v 4�' ':.�; v ,r,p, .,. �.e ,�' V. <v"Y �"Uu t �"oz' m t rift �'mw sN""A IELICAL LEAD jjj:' 27 # 11111 1418 E. Busch Blvd., Suite 311 Tampa FL 33612 Od" 813-930-2846 3/1/2022 Carl E. Cool, P.E. PE# 16921 Cool and Cobb Engineering Co. 203 W. Main St. Avon Park, FL, 33825 03/09/ 022 07: 47 AM Rcpt: 2426390 Rec: 10 00 DS: 0.00 IT: 0.00 Nikki Alvarez- owles,'E q., Pasco County Clerk & Comptroller Uli a. . r - by v bo rs rid 41W `' to b0l Oft COI 40 c ro tWAI Raw PAI NA06 By rr r WN OF IM NWIMOF FOCRIM IMPAI PAYWIM WNDER CWXICN 7i,PART L 11113. CAR VATWFA, AND CM t.N Av eAvroa T9 ACE C Gdd .ATE �EFQ T1 T Wd 4 'p: Rai qtq#, T WitW -R C� k!ffi AYtNP,Y C ski INS t?�' NG� bw u7mtr 1 c c� t9 p... A 4i b akrty � rt !,O tr � Betsy L Strickland E it s: Ma 29, 2024 "f.rlslr4» Cool and Cobb Engineering Company Date: 3/1/2022 Job: Barbara Miller Location: 38541 Scottsdale Ct Z"hyrhills., FL 33542 PILING DESIGN ANALYSIS The load requirements for the pilings designed to assist in supporting the identified areas of the subject residence were determined. The selected,piling locations and the specific piling are identified on the Pier Identification and Location Plan attached. The calculated total loads on the piles in the specific location, including both dead and live loads are documented in the attached table which is designated as Attachment "A". Based on the total load requirements for each of these piles, the 12ALS driver is to be employed. The 12ALS torque driver should be employed with a selected gauge pressure of _1-000 psi, which will provide pile capacity, including the 2 to I safety factor, of 37,332 _ lbs. which is greater than the maximum calculated total load of 12000 lbs, which occurs on the pile identified as no. I . Based on this analysis, the use of the 12ALS torque driver for the piles with a specific gauge pressure of j —000 psi and a minimum depth of 10' is approved and certified as meeting all of the requirements of the Florida Building Code 2020 7"' Edition, and good engineering practice. This is not to be the primary support structure, but a supplement support to assist in support of the weight of the structure, which will reduce the total pressure on the existing soils. After completion of installation, Cool and Cobb Engineering Company shall be supplied with a drilling log of the location and depths of each pile installed so they can evaluate the installation and prepare the "As Built" drawings. General Notes: 1. All piles to be installed in accordance with ICC ES AC 358 1 A log of each pile to be kept by Contractor noting depth and final torque installed for each pile, 3. Minimum pile depth to, be I W-O". 4. All pile calculations are based on a maximum spacing of W-O". 5. Helical piles installed less than 48" apart are to be battered 10' away from each other. 6. This design is based on the loads of the structure placed on the shallow soils under the structure. 7. No deep soils geotechnical testing information was provided for this design. 8. This design does not address any possible sink hole activity as defined in Florida Statute § 627.706. 3/l/2022 Carl E Cool, P.E. State of Florida Professional Engineer No. 1692 203 W. Main St. Avon Park, FL 33825 Office: (863) 657-2323 Fax: (863) 657-2324 Contractor: Solid Foundations Solid Foundations 19 10 SW Main Blvd Lake City, FL 32025 855-227-0300 CONTRACT DATE: -2/15/2022 SUBMITTED TO: -Barbara Miller - ADDRESS: 38541 Scottsdale Ct. W 9L 0 [=at MMRIWWI�M�111 RRR "V Helical Pier: 0 Crawl Space Pier:* SF Representative: Jimbo Willis Cell: 386-288-3240 Email: ALL IAVCIRK SHA1_LC(-,,WPgk,,y CODES FLORIDA BUILDING CMalt , �`ML INK INAMNONAL ELECTRIC CODE, AND'Tr'-1E CITY OF ZEPHYRHILL$' ORDINANCES' , Interior Pier, ON Low Profile Bracket:* Porch Bracket'. 4x6 Wood Beam """"VI W U[" AA1111C, APRAm 0 4 2022 E r, 0 F Z E P lli_S71 PLAN EXAMINER 3/l/2022 Carl E. Cool, P.E. PH 16921 Cool and Cobb Engineering Co. 203 W. Main St. Avon Park, Ft. 33825 R&R Concrete Polyurethane 430: Floor Joist: X1 Caul and Cobb Engineering Company Date: 3/l/2022 Job: Barbara Miller Location: 38541 Scottsdale Ct 2ephyrhills, FL 33542 Attachment "A" Total Load on Pile (Live Load + Dead Load) PILE NO. TOTAL CALCULATE LOAD 1 12,000 lbs 2 12,000 lbs 3 12,000 lbs 4 12,000 lbs 5 12,000 lbs Maximum Total Load on Pile: 12.000 lbs Cool and Cobb Engineering Co. 3/l/2022 203 W. Main St. Carl E. Cool, P.E. Avon Park, FL 33825 PE# 16921 1; a W 2: 1 g I T:2 Qu,l 44 Tygm 945 12 11 1"WRt A I �g�'�00y 146S a m3.2.G ' 6 e 25, ts, to g1 J 1 24 1500 TATS 20 10 2100 � . Al N F 28 AM) Kish 31 12 30 4400'a3�5. g,pC. 4 45 36 Is 22 49 42 30 4 5 0 $1 46 54 46 411 I 1 mi 31 2 6 100'4149, 3n/2022 is 1. a 4&TT 16 1 1 Carr E. Coo], P.E. 19 1 6W 5 0" A) 'fi°x ? fA0 663 PE# 1021 Coo! and Cobb Engineering Co. A 2 000 f 2,B of zoo 2 2% 203 W Main St 7205 4 ZZAS Avon Park, FL 33825 '�.�A.::if9��.. e�34��°F .i%'�+a��2x`@R �';.B ✓,�5$d i�vA: °'€S'332. �,s .siFkp �.. <:r„'b,, 3aYx ird:u'�z`<[��Y.`43Y'.:i3i°k��°d�la$�,CS�^�S.Sa.A:Ye�:v`5�.�¢$'e @$�.�..'.t�`I`i",1e� fi8pffffi �?;�a`i{�8: -8.... iNHMO Aw4,r;:0 IELICAL LEAD �`671 1418 E. Busch Blvd., Suite 311 0/ , Cool and Cobb Engineering Co. Tampa FL 33612 203 W. Main St, 813-930-2846 Avon Park, FL 33825